07/13/2016 P&Z Packet - Laserfiche WebLink

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2. 2a. 3. 3a. 3b, 4. 4a. 1�_ 5. 5a. 5b. G. Ga. Gb. GENERAL NOTES: Frame work to be 2" x 3" x .083" and 3" x 3" x .083" A500 tube Unit to have half glazed I Gga galvanized steel walls with I Gga galvanized interior liners. 8a Walls to have a R-1 7 insulation value. Unit to have an 8" fascia, 3" overhang on three sides, 4" overhang at the rear and a I G ga flat sheet roof with I " drip angles on four sides drained through a gutter system with two 1 - 1 /2" PVC downspouts. Roof to have a R-28 insulation value. Unit to have four 3/4" shank lifting eyes mounted on the roof. Lifting eyes are designed for a 5TRAIGHT VERTICAL LIFT ONLY. Spreader bars must be used when lifting booth to ensure this vertical lift. All warranties will be void if not lifted in this manner. Unit to have I I ga A5G9 steel floor covered with 1 /8" thick x 1 9" square, black rubber t11e5 with 4" high black perimeter cove molding. Floor to be mounted on a 2" steel tube frame. Underside of floor to be fully coated with bituminous undercoating sealant. Floor will require a ramp the full width of the door opening with a slope of I " to P- 0" to meet ADA handicap access requirements. Ramp to be installed on site. All materials and labor by others. Unit to have one commercial grade steel framed slide door, 3G" x 80" constructed of I G ga steel panels with steel tube frames. Door to be top hung, in a steel track, on a minimum of eight 2 1 /4" steel ball bearing rollers with stainless steel lower guide, mortise hook type lock and complete weather stripping. Door handles, pulls, latches, locks and other operating devices on the door shall not require tight grasping, tight pinching or twlstlnGJ of the wrist to operate. Latching and locking doors that are hand -activated and which are in a path of travel shall be operable by U-shaped handles or other hardware deslgned to provide passage. Exit door to be marked with a sign indicating "DOOR TO REMAIN UNLOCKED WHILE BUILDING 15 OCCUPIED" with I" high letters on a contrasting background. Unit to have a commercial steel framed horizontal slide window opposite the door. Window to be top hung in a steel track with stainless steel lower track and 5111, commercial locking hardware, and complete weather stripping. Unit to have dual pane insulated tempered, safety glass with a make up of 1 /4" tinted, 1 /4" air space, 1 /4" clear. Color of tint to be: Grey. 7. Unit to have one 3 wire single phase, 12 pole, 125 amp 1201240 volt, load center surface mounted on the right side wall at the edge of the shelf. All electrical equipment to be U.L. listed and all wiring to be per current publlshed NEC standards. All conductors to be copper, with a minimum size of # 12. Exposed wiring to be in surface mounted EMT conduit. Concealed wiring to be in flexible aluminum conduit. Final power connection and grounding to be done on site by others. All work to be done by a qualified electrician in accordance with all applicable local codes. Unit to have one I' x 4' LED light fixture recessed in the steel ceiling and controlled by a single pole wall switch. Light to be MaxLED model no. MLFP 14DP4550 (or equal). Ceiling to be I G ga galvanized steel painted the same color as the booth interior. 9. Unit to have two 1 15 V duplex outlets mounted under the shelf. 9a. Unit to have a single gang junction box mounted under the front shelf. Junction box 15 to have an empty 1 /2" conduit, with pull string, run to the electrical stub up area for telephone lines by others. 10. Unit to have one wall mount air conditioner with 14,600 BTU cooling and 14,000 BTU reverse cycle heating at 230 volts. A/C to be GE Zoneline model no. AZG I H 15D (or equal). I Oa. A/C will be plug and cord connected and will have a dedicated circuit. I I . Unit to have one 22" straight front shelf, with one 3" electric access grommet insert. Shelf to be painted the same color as the booth interior and mounted at 34" above finished floor. I I a. Shelf to be rated for a 250 lb. load. 12. Unit to have four interior anchor clips. Four 5/8" Hilti KB-TZ bolts with 3 1 /5" minimum embedment in 2500 psi concrete (or equal) are required for placement of booth. Concrete to be level. If sloped, slope towards drain opening(s) on booth. Concrete, bolts and mounting shall be by others. Anchor bolts will require special inspectlon per E5R-1 9 17. For a 3- 1 /8" embedment the foundation/slab design must be a minimum of 5" thick and be sized to allow for a minimum distance of G-1/2" from the edge of the slab to the center line of the anchors for maximum strength. 13. All exposed steel surfaces except roof deck to be coated with two component high solids polyurethane rust inhibitive primer, and two component high solids polyurethane finish coat. 13a. Unit to be painted one color inside and out. Color to be: CARDTEX SNOWDRIFT WHITE. 13b. Roof to be fully weather sealed with a three step elastomeric membrane as follows: A. All seams are sealed with a high bond seam sealing tape. B. The entire roof deck is then coated with a liquid applied one -part polyurethane coating forming a tough waterproof, weather -resistant elastomeric coating. C. The entire deck surface finished with a .C1a55 A rated white -heat reflective polyurethane coating. The coating meets Energy Star reflectance and emissivity performance requirements, has an 5RI of 95, and 15 approved by the Cool Roof Rating Council (CRRC). PEV1510N5 ITEM IDE5CRIFTION Added door hardware recluirements SLOVERII Job No: 9194 Job Name GUARD BOOTH Booth Width in Inches 96 Booth Length in Inches 120 A. Lighting Loads Continous Lighting Load 80.0 ftZ x 3 VA / ftz x 125% = 300.00 Actual Interior Lighting Load Total VA of all interior light fixtures = 45.00 Exterior Lighting Load I 0 I VA x I 0 I Fixtures x 125% 0.00 Larger of Continous or Actual load + Exterior Load = 300.00 B. Receptacle Loads Non -continuous 13u 2 (No. of receps) x 180 VA = 360,00 Continuous putt' FO__�(No of receps) x 180 VA x 125% = 0.00 C. Heating, A/C & Motor Loads Larger of heating or A/C Load 1245 VA x 125% = 1556.25 Motor Loads (Use VA rating on motor if provided) Continous Motor Loads F0 A x F0 V x 125% = 0.00 Non-Continous Motor Loads ®Ax ` 07V = 0.00 D. Largest Motor Load Largest motor load from C F-0 ] VA x 25% = 0.00 E. Additional Loads Nameplate Loads for additional continous loads provided with building x 125% DO VA x 125% = 0.00 Nameplate Loads for additional non-continous loads provided with building E0 VA = 0.00 F. Total Loads B.I.G. ENTERPRISES© Date ~ W ILL. 2-10-14 = p U) Total VA 2216.25 Total Va 2216 / 240 V = 9.23 Total Amps THE5E PLAN5, DRAWING5, AND/OR CADD FILE5 ARE THE COPYRIGHTED WORK OF B.I.G. ENTERPRISES AND 15 A TRADEMARK OF B.I.G. ENTERPRISES. COPYING OR UNAUTHORIZED U5E OF THESE DESIGNS OR IT5 LIKENESS WILL BE PR05ECUTED TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE AND FEDERAL LAW, p B.I.G. ENTERPRI5E5 1988 ALL RIGHT5 RESERVED FEBRUARY 10, 2014 M O O � Z N UJ mQ10 Z p W 0 J H Q U) < 0 0000U) Z L O O CD I) Z � O w w _J O J D J LL_ (S) 0 c') U M Z W �Wrnrn W = W ao � �0(D w W�04 OJ .� W = a) 2 m � O U)